DOI QR코드

DOI QR Code

Effect of Relative Levels of Mineral Admixtures on Strength of Concrete with Ternary Cement Blend

  • Mala, Kanchan (Department of Civil Engineering, Jaypee University of Engineering and Technology) ;
  • Mullick, A.K. (National Council for Cement and Building Material) ;
  • Jain, K.K. (Department of Civil Engineering, Jaypee University of Engineering and Technology) ;
  • Singh, P.K. (Cement Research Development Centre, Jaypee University of Engineering and Technology)
  • Received : 2012.10.14
  • Accepted : 2013.07.29
  • Published : 2013.09.30

Abstract

In the present scenario to fulfill the demands of sustainable construction, concrete made with multi-blended cement system of OPC and different mineral admixtures, is the judicious choice for the construction industry. Silica fume (SF) and fly ash (FA) are the most commonly used mineral admixtures in ternary blend cement systems. Synergy between the contributions of both on the mechanical properties of the concrete is an important factor. This study reports the effect of replacement of OPC by fly ash (20, 30, 40 and 50 % replacement of OPC) and/or silica fume (7 and 10 %) on the mechanical properties of concrete like compressive strength and split tensile strength, with three different w/b ratio of 0.3, 0.4 and 0.45. The results indicate that, as the total replacement level of OPC in concrete using ternary blend of OPC + FA + SF increases, the strength with respect to control mix increases up to certain replacement level and thereafter decreases. If the cement content of control mixes at each w/b ratio is kept constant, then as w/b ratio decreases, higher percentage of OPC can be replaced with FA + SF to get 28 days strength comparable to the control mix. A new method was proposed to find the efficiency factor of SF and FA individually in ternary blend cement system, based on principle of modified Bolomey's equation for predicting compressive strength of concrete using binary blend cement system. Efficiency factor for SF and FA were always higher in ternary blend cement system than their respective binary blend cement system. Split tensile strength of concrete using binary and ternary cement system were higher than OPC for a given compressive strength level.

Keywords

References

  1. ACI 363R-92. (1997), State of art report on high strength concrete (ACI Committee 363) (Reapproved 1997), American Concrete Institute, Farmington Hills, MI.
  2. Bhanja, S., & Sengupta, B. (2005). Influence of silica fume on the tensile strength of concrete. Cement and Concrete Research, 35(4), 743-747. https://doi.org/10.1016/j.cemconres.2004.05.024
  3. Bharatkumar, B. H., Narayanan, R., Raghuprasad, B. K., & Ramchandramurthy, D. S. (2001). Mix proportioning of high performance concrete. Cement and Concrete Composites, 23(1), 71-80. https://doi.org/10.1016/S0958-9465(00)00071-8
  4. Bilodeau, A., & Malhotra, V. M. (1998). High volume fly ash system: The concrete solution for sustainable development. CANMET/ACI International Symposium on Sustainable Development of the Cement and Concrete Industry, Ottawa, Canada; October 21-23.
  5. Bouzoubaa, N., Bilodeau, A., Sivasundaram, V., & Fournier, B. (2002). Development of Ternary Blends for High-Performance Concrete. Materials Technology Laborator, MTL 2002-5 (TR-R), July 2002.
  6. CEB-FIP. (1993) Committee Euro-International du Beton (CEB-FIB), CEB-FIB Model Code 1990, Thomas Telford, London, UK.
  7. Erdem, T. K., & Kirca, O. (2008). Use of binary and ternary blends in high strength concrete. Construction and Building Materials, 22(7), 1477-1483. https://doi.org/10.1016/j.conbuildmat.2007.03.026
  8. Erhan, G., Mehmet, G., & Kasim, M. (2007). Improving strength, drying shrinkage, and pore structure of concrete using metakaolin. Materials and Structures; RILEM 2007.
  9. Goyal, S., Kumar, M., & Bhattacharjee, B. (2008). Effect of relative proportion of pozzolana on compressive strength of concrete under different curing conditions. International Journal of Engineering, 2(1), 20-34.
  10. Hariharan, A. R., Santhi, A. S., & Mohan, G. (2011). Effect of ternary cementitious system on compressive strength and resistance to chloride ion penetration. International Journal of Civil and Structural Engineering, 1(4), 695-706.
  11. IS 12269:1987, Indian standard specification for 53 grade ordinary Portland cement, Reaffirmed 1999.
  12. IS 15388:2003, Indian Standard specification for silica fume.
  13. IS 383:1970, Indian standard specification for coarse and fine aggregates from natural sources for concrete, second revision, Reaffirmed 1997.
  14. IS 9103:1999, Indian standard concrete admixtures-specifications, first revision.
  15. IS 5816:1999, Indian standard splitting tensile strength of concrete-method of test, first revision.
  16. Isaia, G. C., Gastaldini, A. L. G., & Moraes, R. (2003). Physical and pozzolanic action of mineral additions on the mechanical strength of high-performance concrete. Cement and Concrete Composites, 25(1), 69-76. https://doi.org/10.1016/S0958-9465(01)00057-9
  17. Kazim, T. (2012). Viscosity and hardened properties of selfcompacting mortars with binary and ternary cementitious blends of fly ash and silica fume. Construction and Building Materials, 37, 326-334. https://doi.org/10.1016/j.conbuildmat.2012.07.081
  18. Kumar, P., & Kaushik, S. K. (2003). Some trends in the use of concrete : Indian scenario. Indian Concrete Journal, 77(12), 1503-1508.
  19. Malathy, R., & Subramanian, K. (2007). Efficiency factor for silica fume and metakaoline at various replacement levels. 32nd Conference on Our World in Concrete & Structures. Singapore, 28-29 August.
  20. Mullick, A. K. (2007). Performance of concrete with binary and ternary cement blends. Indian Concrete Journal, 81(1), 15-22.
  21. Neville, A. M. (2000). Properties of Concrete (4th ed.). England: Pearson Education Asia.
  22. Papadakis, V. G., Antiohos, S., & Tsimas, S. (2002). Supplementary materials in concrete part II: A fundamental estimation of the efficiency factor. Cement and Concrete Research, 32(10), 1533-1538. https://doi.org/10.1016/S0008-8846(02)00829-3
  23. Poon, C. S., Lam, L., & Wong, Y. L. (2000). A study on high strength concrete prepared with large volumes of low calcium fly ash. Cement and Concrete Research, 30(3), 447-455. https://doi.org/10.1016/S0008-8846(99)00271-9
  24. Radlinski, M., & Olek, J. (2012). Investigation into the synergistic effects in ternary cementitious systems containing Portland cement, fly ash and silica fume. Cement and Concrete Composites, 34(4), 451-459. https://doi.org/10.1016/j.cemconcomp.2011.11.014
  25. Selim, P. (2008). Experimental investigation of tensile behavior of high strength concrete. Indian Journal of Engineering and Materials Sciences, 15(6), 467-472.
  26. Siddique, R. (2004). Performance characteristics of high-volume class F fly ash concrete. Cement and Concrete Research, 34(3), 487-493. https://doi.org/10.1016/j.cemconres.2003.09.002
  27. Thanongsak, N., Watcharapong, W., & Arnon, C. (2010). Utilization of fly ash with silica fume and properties of Portland cement-fly ash-silica fume concrete. Fuel, 89(3), 768-774. https://doi.org/10.1016/j.fuel.2009.10.003
  28. Thomas, M. D. A., Shehata, M. H., Shashiprakash, S. G., Hopkins, D. S., & Cail, K. (1999). Use of ternary cementitious systems containing silica fume and fly ash in concrete. Cement and Concrete Research, 29(8), 1207-1214. https://doi.org/10.1016/S0008-8846(99)00096-4
  29. Wong, H. S., & Razak, H. A. (2005). Efficiency of calcined kaolin and silica fume as cement replacement material for strength performance. Cement and Concrete Research, 35(4), 696-702. https://doi.org/10.1016/j.cemconres.2004.05.051

Cited by

  1. Feasibility Tests on Concrete with Very-High-Volume Supplementary Cementitious Materials vol.2014, pp.None, 2013, https://doi.org/10.1155/2014/406324
  2. Mechanical properties and adiabatic temperature rise of low heat concrete using ternary blended cement vol.17, pp.2, 2013, https://doi.org/10.12989/cac.2016.17.2.271
  3. Compression Behavior of Confined Columns with High-Volume Fly Ash Concrete vol.2017, pp.None, 2017, https://doi.org/10.1155/2017/8208079
  4. Effects of Different Lightweight Functional Fillers for Use in Cementitious Composites vol.11, pp.1, 2013, https://doi.org/10.1007/s40069-016-0184-1
  5. Brazilian Test of Concrete Specimens Subjected to Different Loading Geometries: Review and New Insights vol.11, pp.2, 2013, https://doi.org/10.1007/s40069-017-0194-7
  6. Empirical predictions for the mechanical properties of Quaternary Cement Concrete vol.3, pp.3, 2013, https://doi.org/10.1080/24705314.2018.1492668
  7. Production of eco-friendly concrete incorporating rice husk ash and polypropylene fibres vol.28, pp.29, 2013, https://doi.org/10.1007/s11356-021-13418-3